| Fire
Ratings of MSC Assemblies
The
Uniform Building Code 1997 Edition, Section 703.3, page 67 indicates
fire resistance of an assembly may be established by calculation
and in accordance with UBC Standards 7-7. This component additive
method can determine a fire rating for the assembly from the
concrete thickness, steel stud depth, and gypsum component.
Letters from a fire rating laboratory can be obtained
for specific projects. Examples of one and two hout assembly
ratings can be viewed by clicking on:
One Hour
Assembly
Two Hour Assembly
Four Hour Assembly
Achieved by Field Application of WR Grace
Monokot - MK-6/HY,Z-106 or Z-146
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